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QUANTITIES
DPD
NOT TO SCALE
Filena
me:...\
BRID
GE\
002_
qnty_
01.d
gn
Date:2/17/2
017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
ESTIMATED QUANTITIES
ITEM NO. DESCRIPTION UNITTotal
Quantity
Ridge Road
Beech
Hill Road
CiderRoute 236
Interchange
York
Thomas Road
Captain
Road
Two Rod
Street
North
Road
Tatnic
202.30
403.210
409.15
502.29
502.71
507.095
513.09
515.201
515.202
518.10
518.20
518.391
518.4
518.75
518.80
520.24
520.2401
520.2408
520.2409
526.301
607.431
615.07
618.14
629.05
631.1
631.11
631.12
631.171
631.36
645.135
652.30
652.312
652.33
652.34
652.35
652.41
652.45
656.75
659.10
Remove Existing Concrete Wearing Surface (1126 SY)
Hot Mix Asphalt, 9.5 mm Nominal Maximum Size
Bituminous Tack Coat - Applied
Structural Concrete Wearing Surface on Bridges (130 CY)
Bridge Drain Pipe Extension
Aluminum Bridge Railing - Splice Retrofit
Slope Protection - Portland Cement Concrete
Pigmented Protective Coating for Concrete Surfaces
Clear Protective Coating for Concrete Surfaces
Abutment Repairs
Pier Repairs
Repairing Granite Curb Joint and Bedding Mortar
Epoxy Injection Crack Repair
Fascia and Overhang Repairs
Partial Depth Concrete Deck Repairs
Bridge Joint Modification - Joint Sealant
Bridge Joint Modification Type 1
Bridge Joint Modification - Captain Thomas
Temporary Concrete Barrier, Type 1
Work Zone Crash Cushions
Snow Fence
Loam
Seeding Method Number 2
Hand Labor, Straight Time
Air Compressor (Including Operator)
Air Tool (Including Operator)
All Purpose Excavator (Including Operator)
Truck - Small (Including Operator)
Foreman
Bridge Overpass Mounted Sign Support
Flashing Arrow
Type III Barricades
Drum
Cone
Construction Signs
Maintenance of Traffic Control Devices
Portable Changeable Message Sign
Truck Mounted Attenuator
Mobilization
1
4
3
1
12
23
30
6
74
53
880
1
1
1
4
1,385
2
2
1
8
2
350
100
1
6
20
1
1
4
8
460
500
40
74
20
370
1
304
32
1
1
4
15
30
540
790
356
6
45
53
510
LS
TON
Gal
LS
EA
EA
SY
SY
SY
SF
SF
LF
LF
SF
SF
LF
LS
LS
UNIT
LF
CY
UNIT
HR
HR
HR
HR
HR
HR
EA
EA
EA
EA
EA
EA
SF
LS
EA
CD
LS
LS
LS
1
328
2
2
32
42
4
50
432
10
2
4
810
290
133
321
10 10 10 10 10
1
1
4
1
8
2
350
100
6
20
1
830.17 1
3
1
202.202 Removing Pavement Surface SY 42
50
Bridge Drainage Modification - Cider Hill
LS
LS
527.341
Field Office Type B
652.361
Temporary Soil Erosion and Water Pollution Control .33 .33 .33
.32 .34 .34 Utility Conduit Hanger System Hardware
424.3333 LF 500
EA507.0929 Aluminum Bridge Rail - 2 Bar Post Remove & Reset
500
1 1
627.712 LF 4 Inch White or Yellow Pavement Marking Line 1,050 1,050
LS652.3611 1 1 Maintenance of Traffic Control Devices - Utility Repairs
On-Ramp
Route 1
1,580
529
65
134
50
50
50
50
50
3,199
.17
3 5
50
50
50
50
50
3,199
.83
639.19
10
Low Modulus Joint Sealer, Applied
1,810
GENERAL NOTES
3
3
SPECIFICATIONS
DESIGN LOADING
GENERAL CONSTRUCTION NOTES
Live Load (for existing components) HS 20-44
NEW MATERIALS
BASIC DESIGN STRESSES (NEW MATERIALS)
Functional Class
Design Speed (MPH) (for existing)
AADT
SUPERSTRUCTURE NOTES
High Strength Bolts (except as noted)
All Material (except as noted)
Structural Steel:
Reinforcing Steel
Concrete (Unless noted otherwise)
ASTM A 325
ASTM A 709/A 709M, Grade 36
Structural Steel:
Reinforcing Steel
Concrete
ASTM A325, Type 1
ASTM A709/A709M, Grade 36
ASTM A615/A615M, Grade 60
Class AAA - Modified
Functional Class
Design Speed (MPH) (for existing)
AADT
Functional Class
Design Speed (MPH) (for existing)
AADT
Functional Class
Design Speed (MPH) (for existing)
AADT
Functional Class
Design Speed (MPH) (for existing)
AADT
Minor Collector
35
2,670
Principal Arterial
45
18,240
Major Urban Collector
35
5,650
Minor Arterial
40
19,570
Third Edition with 2016 Interims
AASHTO LRFD Bridge Construction Specifications,
December of 2014, with all revisions thereto.
Details for Highways and Bridges, Revision of
State of Maine Department of Transportation Standard
Revision of December 2014.
Construction: State of Maine Department of Transportation Standard Specifications,
Design: AASHTO LRFD Bridge Design Specifications, 2014 with 2016 Interims.
TRAFFIC DATA
I-95
BEECH RIDGE ROAD UNDERPASS BRIDGE
CIDER HILL ROAD UNDERPASS BRIDGE
YORK INTERCHANGE UNDERPASS BRIDGE
ROUTE 236 UNDERPASS BRIDGE
EROSION CONTROL NOTES
UTILITIES NOTESPrincipal Arterial Interstate
70
45,100
Fu = 120,000 psi
Fy = 36,000 psi
fy = 60,000 psi
f'c = 4,500 psi9.
8.
7.
6.
5.
4.
3.
2.
1.
Exposed concrete surfaces of the abutments as shown in these plans.
All exposed concrete surfaces of the piers.
coating for concrete surfaces shall be applied to the following areas:
For Beech Ridge Road, Cider Hill Road and York Interchange pigmented protective
as-built plans are based on the NGVD 29 datum.
The proposed elevations shown in these plans are based on NAVD 88 datum. The
Chamfer all exposed new concrete edges ƒ" unless otherwise noted.
and accuracy of these plans is not guaranteed.
at www.maineturnpike.com/project-and-planning/construction contracts. The completeness
Copies of the As-Built plans are posted on the Maine Turnpike Authority website
December 2014 with updates.
State of Maine, Department of Transportation Standard Details, Highways and Bridges,
For additional details referenced or not shown in these drawings, see the
generated by the work of this project.
containment, proper management and disposal of all lead-contaminated hazardous waste
be coated with a lead-based paint system. The Contractor is responsible for the
become the property of the Contractor. The steel portions of the existing bridges may
Any portions of the existing bridges removed by the Contractor shall
to the Resident for approval prior to starting work.
The Contractor shall submit his proposed staging area(s) and field trailer location
All work shall be completed within the existing Right of Way.
There are no permanent or temporary easements associated with this project.
unless otherwise included in these plans.
MaineDOT Best Management Practices for Erosion and Sediment Control latest revision
(MaineDOT) 2014 Standard Details for Highways and Bridges with all updates and
All details shall be in conformance with Maine Department of Transportation
1.
3.
2.
1.
approved non-shrink mortar.
Mortar for bedding and for joints in granite curb on bridges where required shall be an1.
BRIDGE RAIL REHABILITATION NOTES
with the Maine Department of Transportation Best Management Practices.
All temporary and permanent erosion control devices shall be installed in accordance
Resident and approved by the utility owners.
Contractor shall protect all existing utilities from damage during construction as directed by the
payments.
Dig Safe marks, the Authority shall deduct the added marking costs from the Contractor's
locations marked, or should the Contractor fail to maintain the Authority's previously established
project. Should the Contractor need additional sign locations and/or additional excavation
The Authority has programmed two field visits for Maine Turnpike utility coordination on this
there are no underground utilities in the marked areas.
until the Authority has located and marked its underground utilities, or notified the Resident
excavation locations shall be marked at the notification time. Excavation will not be permitted
arrange for Maine Turnpike underground utility location. All proposed sign locations and
The Contractor shall notify the Resident 10 days prior to construction so the Resident can
to call Dig Safe at 1-888-344-7233 at least 72 hours prior to the start of the work.
are notified by the Contractor of the proposed construction. The Contractor is also required
conditions encountered. No work shall be started until the owners of the various utilities
Contractor due to any variance between the data shown on the plans and the actual field
utilities are shown. No separate or additional compensation will be allowed to the
sources. Locations are not guaranteed to be accurate nor is it guaranteed that all
Existing utilities on these plans were compiled from existing plans and various other
NOT TO SCALE
Functional Class
Design Speed (MPH) (for existing)
AADT
Local Rural
30
500
CAPTAIN THOMAS ROAD UNDERPASS BRIDGE
included in Item 507.095, Aluminum Bridge Railing - Splice Retrofit.
General Plan and Elevation Sheets. All costs for furnishing and installing retrofit tabs shall be
Repair sheared splice bar retrofits as shown on the Beech Ridge Road and Cider Hill Road 1.
Functional Class
Design Speed (MPH) (for existing)
AADT
ROUTE 1 ON-RAMP (RAMP H) UNDERPASS BRIDGE
Urban Interstate
35
4,920
Filena
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BRID
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003_
gen_
notes_
01.d
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
4
4
EGD
JAR
MDS
Filena
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BRID
GE\
004
_W
orkzone_
01.d
gn
Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
AND SIGN SUMMARIES
TRAFFIC CONTROL NOTES
NOT TO SCALE
SYEL = SOLID YELLOW EDGE LINE
SWEL = SOLID WHITE EDGE LINE
BWLL = BROKEN WHITE LANE LINE
ABBREVIATIONS FOR ALL WORK ZONE PLANS
48"x48" 4 - Black on OrangeW20-5a(L)
2
LEFT LANES
CLOSED
MILE21
48"x48"LANE
CLOSED
MILE21
W20-5R 8 - Black on OrangeRIGHT
LEFT
LANE
CLOSED
MILE21
48"x48"W20-5L 8 - Black on Orange
1 MILE(1 MILE)
ROAD
WORK48"x48"W20-1 4 - Black on Orange
48"x48"W4-2(R) 8 - Black on Orange
48"x48"W4-2(L) 8 - Black on Orange
50
SPEEDLIMIT
48"x48"W3-5(50) 8 - Black on Orange
TO STOP
PREPARED 48"x48"W3-4 8 - Black on OrangeBE
WORKZONE
SPEEDLIMIT
36"x54"R2-12 8 - Black on White
END
DOUBLE
FINES 36"x24"R2-6aP 8 - Black on White
50
SPEEDLIMITR2-1(50) 48"x60" 8 - Black on White
WORK
ZONE36"x24"G20-5aP 8 - Black on Orange
ROAD WORK
END*G20-2 48"x24" 4 - Black on Orange
Signs" - 2012
Highway
to "Standard
Shall Conform
Text Dimensions
EXPECT
TRAFFIC
STOPPED 7"
7"
7"4"
4"48"x48"CS-3 8 - Black on Orange
Height
Letter
Spacing
Vertical
Sign Size Quantity and Color
(Inches)
Text Dimensions
CONSTRUCTION SIGN SUMMARY
8 - Black on Orange
8 - Black on Orange
8 - Black on Orange
8 - Black on Orange
TEMPORARY TRAFFIC CONTROL GENERAL NOTES
At the completion of the work, the temporary detours shall be removed.
guardrail overlaps as approved by the Resident.
Approach ends of temporary concrete barrier shall be protected by temporary impact attenuators or with
closed, at a location approved by the Resident.
PCMS for turnpike mainline road closures shall be placed at least 500 feet in advance of the underpass to be
the proposed closure. PCMS for the bridge closure shall be placed within 500 feet of the bridge to be closed.
Contractor shall provide advanced notice of all road closures with PCMS at least seven working days prior to
closure.
All lane closures shall require approval of the Resident a minimum of two working days in advance of the lane
the Turnpike traveled way. Temporary lane closures shall be removed if no work is occurring.
Temporary lane closures will be required, with advanced approval, whenever work will occur within four feet of
During night operations, temporary work lighting shall be directed away from approaching lanes of traffic.
expense, except for any temporary concrete barrier supplied by the Authority.
Any signs, equipment, or devices found to be damaged or unserviceable shall be replaced at the Contractor's
following construction.
the conflicting existing sign(s) during construction. The existing sign(s) shall be uncovered or re-installed
Resident. Where existing sign conflict with construction signs, the contractor shall temporarily remove or cover
obstructing existing signs and to ensure proper sight lines to the construction signs as determined by the
All traffic control signs shall be maintained in like-new condition. Placement of signs shall be adjusted to avoid
NCHRP 350 test level 3 (TL-3) requirements regardless of where implemented on the project.
changeable message signs (PCMS), and other traffic control equipment along the roadside shall meet or exceed
All traffic control signs, sign support structures, channelizing devices, flashing arrow panels (FAP), portable
Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD), chapter 6.
All traffic control equipment and layouts shall conform to the 2009 edition of the Federal Highway
and a two left lane closure for two nights along both the northbound and southbound roadways.
each bridge will require the closure of the right shoulder for two days, a daytime right lane closure for one day,
requires lane closures along the Turnpike to replace the utility hanger brackets. It is expected that the work at
The traffic control plan for the Tatnic Road overpass, the North Street overpass and the 2 Rod Road overpass
to replace the overpass mounted sign support structures.
The traffic control plan for the US Route 1 On-Ramp (Ramp H) bridge requires lane closures along the Turnpike
lane at all times.
one-way operation using flaggers on Captain Thomas Road. The work shall maintain a minimum 12-foot travel
The traffic control plan for the Captain Thomas Road bridge joint replacement work requires an alternating
Route 236 and York Interchange Underpass Work Zone Plans for details.
are to temporarily close one lane of traffic in both direction for short term durations at each bridge. See State
The traffic control plans for State Route 236 Bridge Rehabilitation and York Interchange Bridge Rehabilitation
both bridges concurrently at any time through construction.
the Cider Hill Road bridge closures uses the Beech Ridge Road bridge. Therefore, the Contractor shall not close
The detour plan for the Beech Ridge Road bridge closure uses the Cider Hill Road bridge. The detour plan for
Bridge Road, and US Route 1 to bypass the bridge. See the Cider Hill Road Detour Plan for details.
all traffic for the duration of construction. A temporary detour is proposed along Beech Ridge Road, Scotland
The traffic control plan for the Cider Hill Road Bridge rehabilitation is to close the Cider Hill Road Bridge to
Road, Cider Hill Road, and US Route 1 to bypass the bridge. See the Beech Ridge Road Detour Plan for details.
Bridge to all traffic for the duration of construction. A temporary detour is proposed along Scotland Bridge
The traffic control plan for the Beech Ridge Road Bridge rehabilitation is to close the Beech Ridge Road
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
Sign
Height
Letter
Spacing
Vertical
(Inches)
Text Dimensions
Size Quantity and Color
Signs" - 2012
Highway
to "Standard
Shall Conform
Text Dimensions
(AHEAD)
ROAD
AHEAD
WORK
RIGHT
SHOULDER
CLOSED
1000 FT
RIGHT
CLOSED
SHOULDER
CONSTRUCTION SIGN SUMMARY
END
ROAD WORK
TURNPIKE RIGHT SHOULDER CLOSURES
W21-5bR
W21-5aR
W20-1
G20-2
48"x48"
48"x48"
48"x48"
48"x24"
TEMPORARY LANE & ROADWAY CLOSURES
W21-5bL
W21-5aL
*W20-1
*G20-2
48"x48"
48"x48"
48"x48"
48"x24"
8 - Black on Orange
8 - Black on Orange
*8 - Black on Orange
*8 - Black on Orange
*SIGNS MAY BE REUSED FOR DIFFERENT WORK AREA APPROACHES
Sign
Height
Letter
Spacing
Vertical
(Inches)
Text Dimensions
Size Quantity and Color
Signs" - 2012
Highway
to "Standard
Shall Conform
Text Dimensions
(AHEAD)
LEFT
SHOULDER
CLOSED
1000 FT
ROAD
AHEAD
WORK
LEFT
CLOSED
SHOULDER
CONSTRUCTION SIGN SUMMARY
END
ROAD WORK
TURNPIKE MEDIAN WORK AREA
EGD
JAR
MDS
BE
TO STOP
PREPARED
EXPECT
TRAFFIC
STOPPED
ROAD
1 MILE
WORK
DOUBLE
FINES
WORK
ZONE
ENDWORKZONE
SPEEDLIMIT
BE
TO STOP
PREPARED
EXPECT
TRAFFIC
STOPPED
ROAD
1 MILE
WORK
SPEEDLIMIT
DOUBLE
FINES
WORK
ZONE
ENDWORKZONE
SPEEDLIMIT
LEGEND
800'
BUFFER ZONE
R2-12
G20-2
WORK AREA
FLASHING ARROW
INTERVALS ON TAPER
DRUMS SPACED @ 40'
CS-3 ***
W20-1 (1 MILE)
W3-4 ***
W20-5 (RxL) (1/2 MILE)
260'
800'
800'
1300'
1300'
2640'
1000'
500'
500'
RIGHT
LANE
CLOSED
MILE21
LEFT
LANE
CLOSED
MILE21
W3-5
LANE
TRAVEL
OF SHORT DURATION
DAYTIME LANE CLOSURE
(MAINLINE)
ON TANGENT
@ 80' INTERVALS
DRUMS SPACED
G20-5aP
SEE NOTE 1
R2-1
R2-6aP
SHLD SHLD
MAIN
E
TU
RNPIK
E
SYE
L
BW
LL
SW
EL
END
ROAD WORK
12"
800'
BUFFER ZONE
R2-12
WORK AREA
FLASHING ARROW
INTERVALS ON TAPER
DRUMS SPACED @ 40'
CS-3 ***
W20-1 (1 MILE)
W3-4 ***
W20-5 (RxL) (1/2 MILE)
260'
800'
800'
1300'
1300'
2640'
1000'
500'
100'
50
W3-5
LANE
TRAVEL
OF SHORT DURATION
DAYTIME LANE CLOSURE
(MAINLINE)
ON TANGENT
@ 80' INTERVALS
DRUMS SPACED
G20-5aP
R2-1
R2-6aP
SHLD SHLD
SYE
L
BW
LL
SW
EL
12"
(MAINLINE)
SPEEDLIMIT
50
SPEEDLIMIT
50 SPEEDLIMIT
50
LANE
TRAVEL
SHLD SHLD
BW
LL
SYE
L
SW
EL
|
MAIN
E
TU
RNPIK
E
500'
G20-2END
ROAD WORK
WORK AREA
1500'
ROAD
AHEAD
WORK
W20-1 (AHEAD)
TEMPORARY CONCRETE BARRIER
W21-5bR (1000')
RIGHT
SHOULDER
CLOSED
1000 FT
500'
W21-5aR
500'
500'
BUFFER ZONE - DRUMS AT 80' ON CENTER
BARRIER TAPER AT 8:1
50' MINIMUM
DRUMS AT 40' ON CENTER
W4-2(RxL)
W4-2LW4-2R
W20-5R W20-5L
RIGHT
LANE
CLOSED
MILE21
LEFT
LANE
CLOSED
MILE21
SEE NOTE 1
MAIN
E
TU
RNPIK
E
W4-2LW4-2R
W20-5R W20-5L
W4-2(RxL)
G20-2
500'
END
ROAD WORK
RIGHT
CLOSED
SHOULDER
DETAIL
USE GUARDRAIL OVERLAP
CRASH CUSHION OR
CONTRACTOR MAY INSTALL
SHOULDER CLOSURE
3.
2.
1.
Type 3 Barricade
Type 3 Barricade with Sign
Work Area
Temporary Impact Attenuator
Temporary Concrete Barrier, Type 1
Drums/Channelizing Devices
Construction Sign on Easel
Construction Sign on Post Support
850'
850'
260'
(incidental or pay item), they shall not be located in the buffer zone.
When truck mounted attenuators are included in the contract
Signs designated with *** shall be used during stoppages of traffic.
For sign details, see construction sign summary.
signs may be split onto two easels.
is placed at the end of the taper.
is not bracketed. One sign assembly
1. For easel set up only, this sign
when lane closure is removed.
1. Post mounted signs shall be covered
work zone.
is within a previously established
required if the shoulder closure
1. The W20-1 and G20-2 signs are not
NOT TO SCALE
SHOULDER WORK ZONE PLANS
TURNPIKE LANE AND
SIGNS ON EASELS
SINGLE LANE CLOSURE ON TURNPIKE
POST MOUNTED SIGN SETUP
SINGLE LANE CLOSURE ON TURNPIKE SHOULDER CLOSURE ON TURNPIKE
BW
LL
LANE
PASSING
LANE
PASSING
BW
LL
LANE
PASSING
BW
LL
LANE
TRAVEL LANE
TRAVEL
LANE
TRAVEL
5
5
GENERAL NOTES
Filena
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BRID
GE\
005_
Workzone_
02.d
gn
Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
6
6JAR
MDS
LEGEND
(MAINLINE)
LANE
PASSING
LANE
TRAVEL
SHLD SHLD
BW
LL
SYE
L
SW
EL
|
MAIN
E
TU
RNPIK
E
500'
G20-2END
ROAD WORK
WORK AREA
1500'
ROAD
AHEAD
WORK
W20-1 (AHEAD)
500'
500'
BUFFER ZONE - DRUMS AT 80' ON CENTER
DRUMS AT 40' ON CENTER
Type 3 Barricade
Type 3 Barricade with Sign
Work Area
Temporary Impact Attenuator
Temporary Concrete Barrier, Type 1
Drums/Channelizing Devices
Construction Sign on Easel
Construction Sign on Post Support
260'
LEFT
CLOSED
SHOULDERW21-5aL
W21-5bL (1000')
LANE
PASSING
LANE
TRAVEL
SHLDSHLD
1500'
W20-1 (AHEAD)
500'
500'
DRUMS AT 40' ON CENTER
260'
W21-5aL
W21-5bL (1000')
MEDIAN WORK AREA
ROAD
AHEAD
WORK
LEFT
CLOSED
SHOULDER
LEFT
SHOULDER
CLOSED
1000 FT
LEFT
SHOULDER
CLOSED
1000 FT
G20-2
500'
END
ROAD WORK
SW
EL
BW
LL
SYE
L
MEDIAN WORK TYPICAL
8' 4'12'12' 4' 12' 12' 8'6' 3' 6'1' 1'
edge of pave
ment
lane line
should
er line
edge line
edge of pave
ment
edge of pave
ment
lane line
should
er line
edge line
edge of pave
ment
(Not to Scale)
(incidental or pay item), they shall not be located in the buffer zone.
When truck mounted attenuators are included in the contract
For sign details, see construction sign summary.
2.
1.
MEDIAN PROTECTION
NOT TO SCALE
EGD
BW
LL
LANE
TRAVEL
lane line
12'
lane line
12'
AT 80' ON CENTER
BUFFER ZONE - DRUMS
LANE
TRAVEL
BW
LL
GENERAL NOTES
Pier
Drums/Channelizing Devices
800'
800'
WORK ZONE PLANS
TURNPIKE MEDIAN
work, contact the Resident for additional traffic control requirements.
guardrail without an adjacent lane closure. If required by the Contractor's
3. No equipment or hardware shall be left within 4 feet of the back of the
2. Lane closure shall be required to enter and exit the median work area.
established work zone.
1. The W20-1 and G20-2 signs are not required if the work is within a previously
Filena
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
BUFFER ZONE
800'
1300'
2600'
800'
1300'
W4-2 (L)
DOUBLE
FINES
WORK
ZONEG20-5aP
SEE NOTE 1
R2-1
R2-6aP
SPEEDLIMIT
50
W20-5a (L)(1/2 MILE)
W3-5SPEEDLIMIT
50
DRUMS SPACED @ 40' INTERVALS
SYL
BW
L
SW
L
1000'
800'
ON TAPERS (TYP.)
FLASHING ARROW BOARD
850'
260'
SHLD
500'
850'
FLASHING ARROW BOARD
DRUMS SPACED
@ 80' INTERVALS
ON TANGENT (TYP.)
800'
800'
500'
12"
SHLD
BW
L
É
MAIN
E
TU
RNPIK
E
W4-2 (L)
(MAINLINE)
SIGNS ON EASELS
DOUBLE LANE CLOSURE
be split onto two easels.
sign assembly is placed at the end of the taper. Signs may
1. For easel set up only, this sign is not bracketed. One
OF SHORT DURATION
NIGHTTIME DOUBLE LANE CLOSURE
(TYPICAL FOR UTILITY HANGER REPLACEMENTS)
BRIDGE WORK AREA
7
7JAR
MDS
LEGEND
Type 3 Barricade
Type 3 Barricade with Sign
Work Area
Temporary Impact Attenuator
Temporary Concrete Barrier, Type 1
Drums/Channelizing Devices
Construction Sign on Easel
Construction Sign on Post Support
(incidental or pay item), they shall not be located in the buffer zone.
When truck mounted attenuators are included in the contract
For sign details, see construction sign summary.
2.
1.
NOT TO SCALE
EGD
GENERAL NOTES
ENDWORKZONE
SPEEDLIMIT
END
ROAD WORK G20-2
R2-12
ROAD
1 MILE
WORK
2
LEFT LANES
CLOSED
MILE21
EXPECT
TRAFFIC
STOPPED
BE
TO STOP
PREPARED
CS-3 ***
W20-1 (1 MILE)
W3-4 ***
LANE
PASSING
LANE
TRAVEL
LANE
PASSING
100'
SYE
L
SW
EL
G20-2END
ROAD WORK
SPEED LIMIT ON TANGENT
INTERVALS EQUAL TO TWICE THE
DRUMS OR CONES SPACED @
50'
SPEED LIMIT ON TANGENT
INTERVALS EQUAL TO THE
DRUMS OR CONES SPACED @TAPER (100 FT. MAX)
ONE LANE TWO-WAY TRAFFIC
350'
W20-7
350'
W20-4ONE LANE
AHEAD
ROAD
W20-1
350'
ROAD
AHEAD
WORK
G20-2END
ROAD WORK
W20-7
W20-4ONE LANE
AHEAD
ROAD
W20-1
350'
ROAD
AHEAD
WORK
LOCAL ROAD SINGLE LANE CLOSURE
DS
YL
(MA
X)
350'
350'
3. Sign spacing assumes local road speed is 40mph or less.
to approaching drivers.
2. Flaggers shall be located so they are clearly visible
for short duration operations (less than 1 hour).
1. Road work ahead and end road work signs may be omitted
Sign
Height
Letter
Spacing
Vertical
(Inches)
Text Dimensions
Size Quantity and Color
Signs" - 2012
Highway
to "Standard
Shall Conform
Text Dimensions
ROAD
AHEAD
WORK
CONSTRUCTION SIGN SUMMARY
END
ROAD WORK
W20-7
W20-4
W20-1
G20-2
36"x36"
36"x36"
36"x36"
36"x18"
2 - Black on Orange
2 - Black on Orange
2 - Black on Orange
2 - Black on Orange
LOCAL ROAD SINGLE LANE CLOSURES
(AHEAD)
ONE LANE
AHEAD
ROAD
(TYPICAL FOR CAPTAIN THOMAS ROAD)
REPLACEMENTS WORK ZONE PLANS
CAPTAIN THOMAS ROAD AND UTILITY HANGER
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orkzone_
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
8
8
EGD
JAR
MDS
LEGEND
G20-2
WORK AREA
FLASHING ARROW
500'
LANE
PASSING
LANE
TRAVEL
OF SHORT DURATION
DAYTIME LANE CLOSURE
SHLD SHLD
SYE
L
BW
LL
SW
EL
END
ROAD WORK
12"
W4-2(RxL)
W4-2LW4-2R
W20-5R W20-5L
NOT TO SCALE
RIGHT
LANE
CLOSED
1500 FT
LEFT
LANE
CLOSED
1500 FT
ROAD
1/2 MILE
WORK
500'
500'
W20-5 (RxL) (1500 FT)
500'
W20-1 (1/2 MILE)
Work Area
Cones/Channelizing Devices
Construction Sign on Easel
(LOCAL ROAD)
LANE
PASSING
LANE
TRAVEL
SHLDSHLD
SYE
L
BW
LL
SW
EL
12"
3.
2.
1.
(incidental or pay item), they shall not be located in the buffer zone.
When truck mounted attenuators are included in the contract
Signs designated with *** shall be used during stoppages of traffic.
For sign details, see construction sign summary.
G20-2
500'
W4-2(RxL)
500'
500'
W20-5 (RxL) (1500 FT)
500'
W20-1 (1/2 MILE)
WORK AREA
END
ROAD WORK
W4-2LW4-2R
W20-5R W20-5L
RIGHT
LANE
CLOSED
1500 FT
LEFT
LANE
CLOSED
1500 FT
ROAD
1/2 MILE
WORK
FLASHING ARROW
GENERAL NOTES
UNDERPASS WORK ZONE PLANS
STATE ROUTE 236 AND YORK INTERCHANGE
SIGNS ON EASELS
SINGLE LANE CLOSURE
INTERCHANGE
TANGENT FOR YORK
@ 80' INTERVALS ON
236,
ON TANGENT FOR ME
@ 90' INTERVALS
CONES SPACED
INTERVALS ON TAPER FOR YORK INTERCHANGE
CONES SPACED @ 40'
INTERVALS ON TAPER FOR ME 236,
CONES SPACED @ 45'
615' FOR YORK INTERCHANGE
1000' FOR ME 236'
Southbound Off-ramps and the westbound approach from US Route 1.
be placed at 1/2 mile on Chases Pond Road, Maine Turnpike Exit 7 Northbound and
2. For short duration lane closures on the York Interchange Bridge, W20-1 (1/2 Mile) shall
Route 236.
Southbound C-D Road, and the Maine Turnpike Exit 3 Northbound Off-ramp to State
placed at 1/2 mile on both approaches of State Route 236, on the Maine Turnpike
1. For short duration lane closures on State Route 236, W20-1 (1/2 Mile) signs shall be
Filena
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
LANE CLOSURE
CONSTRUCTION SIGN SUMMARY
8 - Black on Orange
8 - Black on Orange
8 - Black on Orange
8 - Black on Orange
12 - Black on Orange
8 - Black on Orange
(Inches)
Text Dimensions
Sign Size Quantity and Color
W4-2L
W4-2R
W20-5R
W20-5L
W20-1
G20-2
48"x48"
48"x48"
48"x48"
48"x48"
48"x48"
48"x24"
Height
Letter
Spacing
Vertical
Signs" - 2012
Highway
to "Standard
Shall Conform
Text DimensionsEND
ROAD WORK
ROAD
1/2 MILE
WORK
(1/2 MILE)
LEFT
LANE
CLOSED
1500 FT(1500)
RIGHT
LANE
CLOSED
1500 FT(1500)
M4-9(MOD R)D3-1b
M4-9(MOD L)D3-1b
M4-9(MOD R)D3-1a
M4-9(MOD DR)D3-1a
M4-9(MOD L)D3-1b
M4-9(MOD L)D3-1b
M4-9(MOD R)D3-1a
M4-9(MOD R)D3-1a
M4-9(MOD S)D3-1b
M4-9(MOD AL)D3-1b
M4-9(MOD AL)D3-1b
M4-9(MOD AR)D3-1a
M4-9(MOD AR)D3-1a
STRUCTUREOVERHEAD SIGN
INSTALL NEAR
M4-10RR11-3b(3)
DETOUR
END
D3-1aM4-8a
(Retain in Place for Cider Hill Detour)
(Retain in Place for Cider Hill Detour)
(Retain Post for Cider Hill Detour)(Relocate to [A] on Cider Hill Detour)
(Retain in Place for Cider Hill Detour)
(Retain Post for Cider Hill Detour)(Relocate to [D] on Cider Hill Detour)
(Retain in Place for Cider Hill Detour)
(Retain in Place for Cider Hill Detour)
Cider Hill Detour)(Retain in Place for
Cider Hill Detour)(Retain in Place for
(Not Reused in Cider Hill Detour)
(Relocate to [C] on Cider Hill Detour)
(Relocate to [E] on Cider Hill Detour)
FA
LL
MILL
RO
AD
ROAD
CLOSED
R11-2
PROJECT LOCATION
1000 FT
CLOSED
ROAD
CIDER HILL ROAD
RIVERWOOD DRIVE
WE
LC
H
RO
AD
BE
TT
Y
BEECH RIDGE
ROAD
SOUTHSIDE ROAD
500'
1000'M4-10LR11-3b(2)
500 FT
DETOUR
W20-2
DRIV
E
SALT
WATE
R
PUDDIN
G LANE
R11-3b(1)
R11-3b(1)
R11-3b(1)
R11-3b(1)
SC
OT
LA
ND
BRID
GE
RO
AD
W20-3(1000)
W20-3(500)
500 FT
CLOSED
ROAD
500 FT AHEAD
LOCAL TRAFFIC ONLY
FOLLOW DETOUR
OVER TURNPIKE
*
*
*
*
*
*
*
*
*
*
*
*
*
Sign Quantity and ColorSize
Height
Letter
Spacing
Vertical
(Inches)
Text Dimensions
SHSB - Text Dimensions Shall Conform to "Standard Highway Signs Book" - 2012 Edition.
ROAD
CLOSED
500 FT
CLOSED
ROAD
1000 FT
CLOSED
ROAD
DETOUR
ENDSHSB
SHSB
LEGEND
Detour Route
Type 3 Barricade with Detour Sign
Detour Sign on Post Support
500 FT
DETOUR
6"/4.5"
3"
5"6"
4"
4"
6"4"
6"/4.5"3.5"
2.5"
3.5"
2.5"
1.5"
DETOUR
END
DETOUR PLAN AND SIGN SUMMARY
BEECH RIDGE ROAD
BEECH RIDGE ROAD DETOUR SIGN SUMMARY
M4-8a
M4-9 (MOD. AL)
M4-9 (MOD. AR)
M4-9 (MOD. DR)
M4-9 (MOD. L)
M4-9 (MOD. R)
M4-9 (MOD. S)
M4-10L
W20-2
D3-1a
D3-1b
R11-2
R11-3b (1)
R11-3b (2)
24"x18"
30"x24"
30"x24"
30"x24"
30"x24"
30"x24"
30"x24"
48"x18"
36"x36"
36"x36"
36"x36"
60"x12"
60"x15"
48"x30"
60"x30"
2 - Black on Orange
2 - Black on Orange
2 - Black on Orange
1 - Black on Orange
3 - Black on Orange
4 - Black on Orange
1 - Black on Orange
1 - Black on Orange
1 - Black on Orange
1 - Black on Orange
1 - Black on Orange
7 - Black on Orange
8 - Black on Orange
2 - Black on White
5 - Black on White
1 - Black on White
48"x18" 1 - Black on OrangeM4-10R
W20-3 (1000)
W20-3 (500)
5"6"
4"
60"x30" 1 - Black on WhiteR11-3b (3)
5"
4"
3.5"
3.5"
4"
4"
3.5"
3.5"
4"
60"x36"
D3-1bM4-8a
- Sign to be shared with Cider Hill Road Detour
Notes:
Beech Ridge Road detour. See Cider Hill Road detour for additional information.
posts shall be moved to the corresponding location indicated [A] through [E] at the end of the
M4-9 signs identified to be relocated for the Cider Hill Road detour onto retained posts or new
detour shall remain at the end of the Beech Ridge Road detour.
M4-9 signs and posts identified to be retained in the same location for the Cider Hill Road
detour.
enough to mount the Cider Hill Road D3-1 and M1-5 signs required for the Cider Hill Road
All M4-9 signs to be reused for the Cider Hill Road detour shall be installed on posts tall
3.
2.
1.
2.75"
3"
3"
3.75"
4"
500 FT AHEAD
LOCAL TRAFFIC ONLY
Route AssemblyExisting ME-91 Mount Next To
9
9EGD
JAR
MDS
0700 1400700
Filena
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BRID
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
KDW TSB
2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
(Relocate to [B] on Cider Hill Detour)
FOLLOW DETOUR
OVER TURNPIKE
FOLLOW DETOUR
OVER TURNPIKE
FOLLOW DETOUR
OVER TURNPIKE
FOLLOW DETOUR
OVER TURNPIKE
STRUCTUREOVERHEAD SIGN
INSTALL NEAR
M4-10RR11-3b(2)
(MOD)R11-3
(MOD)R11-3
(MOD)R11-3
M4-10R(MOD)R11-3
M4-10L(MOD)R11-3
FA
LL
MILL
RO
AD
ROAD
CLOSED
R11-2
500'
1000'
1000 FT
CLOSED
ROAD
1000 FT
CLOSED
ROAD
CIDER HILL ROAD
RIVERWOOD DRIVE
WE
LC
H
RO
AD
BE
TT
Y
BEECH RIDGE
ROAD
SALT
WATE
R
DRIV
E
SOUTHSIDE ROAD
500 FT
DETOUR
W20-2
PUDDIN
G LANE
LOCATIONPROJECT
SC
OT
LA
ND
BRID
GE
RO
AD
W20-3(1000)
W20-3(500)
500 FT
CLOSED
ROAD
W20-3(500)
500 FT
CLOSED
ROAD
W20-3(1000)
Sign Quantity and ColorSize
Height
Letter
Spacing
Vertical
(Inches)
Text Dimensions
SHSB - Text Dimensions Shall Conform to "Standard Highway Signs Book" - 2012 Edition.
ROAD
CLOSED
500 FT
CLOSED
ROAD
1000 FT
CLOSED
ROAD
DETOUR
END
SHSB
5"6"
4"
SHSB
6"/4.5"
3"
3"
2.5"
2"
LEGEND
Detour Route
Type 3 Barricade with Detour Sign
Detour Sign on Post Support
6"/4.5"
3"
3"
2.5"
2"
5"6"
4"
4"
4"6"
3.75"
3.75"
3.75"
3.75"
3.75"
3.75"
3.75"
3.75"
3.5"
4"
7.5"
7"
500 FT
DETOUR
M1-5
M4-8a
M4-10R
M6-4
W20-2
D3-1a
D3-1b
R11-2
R11-3(MOD)
R11-3b (1)
R11-3b (2)
24"x24"
24"x18"
48"x18"
21"x15"
36"x36"
36"x36"
36"x36"
48"x15"
48"x15"
48"x30"
60"x36"
60"x30"
60"x30"
18 - Black on White
1 - Black on White
10 - Black on Orange
8 - Black on Orange
5 - Black on White
1 - Black on White
1 - Black on White
DETOUR PLAN AND SIGN SUMMARY
CIDER HILL ROAD
CIDER HILL ROAD DETOUR SIGN SUMMARY
48"x18"M4-10L
W20-3 (1000)
W20-3 (500)
M4-9 (MOD. AL)
M4-9 (MOD. AR)
M4-9 (MOD. L)
M4-9 (MOD. R)
M4-9 (MOD. S)
30"x24"
30"x24"
30"x24"
30"x24"
30"x24"
Notes:
2.
1.
Beech Ridge Detour)(Retain in Place from
M4-9(MOD R)M1-5
D3-1a
See Beech Ridge Detour for additional information."M4-9(MOD) [X]".
the letter in the brackets: detour shall be moved to the corresponding location indicated by
M4-9 signs identified to be relocated onto other posts at the end of the Beech Ridge Road
D3-1 detour signs.
shall have the required Cider Hill Road D3-1 and M1-5 signs replace the Beech Ridge Road
All locations with M4-9 signs identified to be retained from the Beech Ridge Road detour
1 Relocated
1 New - Black on Orange
1 Relocated
2 Relocated
1 Relocated
2 Retained
1 New - Black on Orange
1 Relocated
1 New - Black on Orange
1 Relocated
2 Retained
2 New - Black on Orange
1 Relocated
3 Retained
1 New - Black on Orange
1 Relocated
1 New - Black on Orange
1 Relocated
1 New - Black on Orange
2 Relocated
2 Relocated
DETOUR
END
DETOUR
END
M6-4M1-5
M4-8a
Beech Ridge Detour)(Retain in Place from
Beech Ridge Detour)(Retain in Place from
Beech Ridge Detour)(Retain in Place from
Beech Ridge Detour)(Retain in Place from
D3-1a
Ridge Detour)(Relocate from Beech
M4-9(MOD AL)M1-5
D3-1a
M4-9(MOD L)M1-5
D3-1a
M4-9(MOD L)M1-5
D3-1aM4-8a
M4-9(MOD AL)M1-5
D3-1a
Detour)Beech Ridge
(Relocate from
M4-9(MOD AL)M1-5
D3-1a
M4-9(MOD L)M1-5
D3-1a
Detour)Beech Ridge
(Relocate from
Detour)Beech Ridge
(Relocate from
M4-9 (MOD R) [A]M1-5
D3-1a
M4-9 (MOD L) [B]
M1-5D3-1a
M4-9 (MOD AR) [C]M1-5
D3-1b
M1-5D3-1b
M4-9 (MOD AR) [E]
Route AssemblyExisting ME-91
Mount Above
10
10EGD
JAR
MDS
0700 1400700
Beech Ridge Detour)(Retain in Place from
Beech Ridge Detour)(Retain in Place from
M4-9(MOD S)M1-5
D3-1b
M4-9(MOD R)M1-5
D3-1b
M4-9(MOD L)M1-5
D3-1b
Detour)Beech Ridge
(Relocate from
M4-9(MOD R)M1-5
D3-1b
M4-9(MOD R)M1-5
D3-1b
M1-5D3-1b
M4-9 (MOD S) [D]
Filena
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BRID
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02.d
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
TSB
2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
Measurement
Limit of
Measurement
Limit of
1" Min. Sawcut (Typ.)
TYPICAL VERTICAL SURFACE CONCRETE REPAIR DETAILS
TYPICAL HORIZONTAL SURFACE CONCRETE REPAIR DETAILS
Seat Surface
Deck or Abutment
CONCRETE REPAIR NOTES
CONCRETE SURFACE REPAIR NOTES
EPOXY INJECTION CRACK REPAIR NOTES
11
11
NOT TO SCALE
CONCRETE REPAIR TYPICAL DETAILS
1" Min. Sawcut (Typ.)
CONCRETE REPAIR DETAILS
TYPICAL OVERHEAD SURFACE
(Typ.)
Reinforcement
Existing
(Typ.)
Reinforcement
Existing
(Typ.)
Reinforcement
Existing
Limit of
Measure
ment
Remain (Typ.)
Existing Reinforcement to
Consist of Removal and Placement.
Limits of Concrete Repair to
Remain (Typ.)
Existing Reinforcement to
Consist of Removal and Placement.
Limits of Concrete Repair to
Remain (Typ.)
Existing Reinforcement to
Consist of Removal and Placement.
Limits of Concrete Repair toKEY
Proposed Concrete
Existing Concrete
DPD
Face of Concrete
1" Min. Sawcut (Typ.)
5.
4.
3.
2.
1.
2.
1.
4.
3.
2.
1.
The estimated repair quantities are based on inspections completed in April and May 2016.
increase at the Resident's discretion.
concrete surfaces and agree on the repair limits. Estimated repair quantities may
Prior to the start of concrete repairs the Resident and the Contractor shall sound all
Crack Repair.
of cracks 1/16" or more in width. Work shall be paid under Item 518.4 Epoxy Injection
Where epoxy injection crack repair is specified the work shall include pressure injection
518.10 Abutment Repairs, 518.20 Pier Repairs, 518.75 Fascia and Overhang Repairs.
and placement and curing of repair materials. Repairs shall be measured for payment under
Where surface repairs are specified the work shall include removal of unsound concrete
access for inspection.
Repair work shall include: surface repairs, epoxy injection crack repair and providing
All crack repairs shall be completed in accordance with Supplemental Specification 518.
type of repairs proposed.
All crack repairs shall be completed by an individual qualified and experienced in the
Perform general finishing.
Prepare and patch repair areas with Class AAA modified concrete.
continuing the removal.
Resident and Contractor shall agree on the revised pay limits prior to the Contractor
limits change during the demolition process the Contractor shall notify the Resident. The
Chip concrete to the depth specified in Supplemental Specification 518. If the removal
Perform 1" deep saw cuts along limits of removal. Specification 518 (T
yp.)
Per Supple
mental
Specification
Per Supplemental
518 (Typ.)
Specification 518 (T
yp.)
Per Supple
mental
Filena
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BRID
GE\
011_concrepair
_01.d
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
4.
3.
2.
1.
MISCELLANEOUS DETAILS
12
12
1 •" = 1'-0"
01 1
BRIDGE DRAIN MODIFICATION NOTES
pipe extensions prior to ordering sleeves.
Contractor shall field verify diameter of rubber sleeve required for drain
Bridge Drain Extension.
All costs for bridge drain pipe extensions shall be included in Item 502.71,
Secure each rubber sleeve to drain pipe with two stainless steel clamps.
preparation prior to installation is not required.
Install rubber sleeve on the end of each steel drain pipe. Pipe surface
Filena
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BRID
GE\
012_scupper_
dt.d
gn
Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
01 2
1" = 1'-0"
51
1/2" = 1'-0"
0
É Splice (Symmetry)
Axis
Min
or
Major
Axis
1…"…"
…"
ƒ"
REAR ELEVATION
‚" 1"
3Œ
"
1"
SECTION A-A
Not to Scale
Socket Head, …" Max. Projection
‚- 20 UNC x ƒ" Flat Point,
Install Stainless Steel Set Screw
MODIFICATION DETAILS
BRIDGE RAILING SPLICE
3¿"
3§"
ƒ"
„"
…"
Max.
1'-6"1'-0"± 3"
ƒ" (Traffic Rail)
…" (H
and
Rail)
Head Tapping Screws
Steel Type F Hex Washer
for …" Ì x 1" Stainless
Rail Bar and Splice Bar
Drill Š" Ì Holes in
É Rail Bar
Splice Bar
Rail Section
To Fit
A
A
CURB DETAIL
Protective Coating (Typ.)
Limits of Clear
É Exterior Girder
(Bridge Rail not Shown for Clarity)
Top of Curb
Scale: •" = 1'-0"
Scale: 1" = 1'-0"
TYPICAL BRIDGE DRAIN SECTION
DETAIL AScale: 1•" = 1'-0"
1"±
1'-0
"See Detail A
Scupper to Remain
Existing Steel
Angles to Remain
Existing 3x3xŠ
Pipe Extension
Proposed Rubber Sleeve
Steel Drain Pipe to Remain
Existing 6" Nominal Dia.
Min.
6"
Pipe Extension
Proposed Rubber Sleeve
Two Stainless Steel Clamps
Secure Rubber Sleeve with
Steel Drain Pipe to Remain
Existing 6" Nominal Dia.
É Existing 6" Nominal Dia. Steel Drain Pipe
Date:2/17/2017
Scale: 1" = 1'-0"
TO 2-BAR ALUMINUM RAIL
SNOW FENCE POST ATTACHMENT
of bridge rail.
Fence shown from back
NOTE:
(Beyond)
É 2-bar Aluminum rail post
(Beyond)
É 2-bar Aluminum rail post
of the fence (Typ.)
on the traffic facing side
Screws shall not be drilled
or an approved equal.
self-drilling screws
steel washer head,
2 - 1" long #10 stainless
to rail post with
Cast end cap secured
To be Field Verified by Contractor
Varies (See Bridge Plans for Spacing)
(Typ.)
Tension bar
1‡" O.D. Pipe,
U-Bolt (Typ.)
(Typ.)
Tension band
Fascia
plate will allow
bottom rail as low as base
Bottom rail 1†" O.D. pipe. Install
Fence Fabric
Chain-link
Top rail 1†" O.D. pipe
end rail clamp (Typ.)
2" X 1†" 14 GA. galvanized
SECTION A-AScale: 3" = 1'-0"
2Š
"
‹"Ì Hole
(Typ.)
Hardened Washer
Round Bend U-Bolt
2" x 5" x Š"Ì
BARRIER DETAILScale: 1" = 1'-0"
A
É of Post
A
4'-0" To to
p of fabric
fence fabric
Chain-link
1‡" O.D. Pipe
U-Bolt (Typ.)
NOTES
9.
8.
7.
6.
5.
4.
3.
2.
1.
the curb.
avoid conflicts, as directed by the Resident. Snow fence fabric shall be cut around sign support and extended to
Where bottom rail of snow fence conflicts with a sign support structure, Contractor shall move bottom rail up to
rail clamp holes as a guide.
Holes in end rail clamps shall be shop drilled. The Contractor shall field drill a hole in the rails using the end
A153) as applicable.
hardware shall be hot-dip galvanized in accordance with AASHTO M111 (ASTM A123) or AASHTO M232 (ASTM
be hardened steel commercial Type A plain and shall meet the dimensional requirements of ANSI B18.22. All
All bolts and nuts shall be steel conforming to ASTM A307 and ASTM A563 Grade A respectively. Washers shall
posts and other rails.
chain-link fence fabric twice (double pigtailed) at both ends. Space ties @ 6" o.c. to bottom rail and @ 12" o.c. to all
Alternatively, wire ties may be standard round 9 gauge zinc-coated steel. All ties shall be wrapped around
down upon completion.
fabric. space ties @ 6" o.c. to bottom rail and @ 12" o.c. to all posts and other rails. Twisted ends shall be bent
twisted together in a close helix of 1• machine turns (3 full twists) tightly around the post and chain-link fence
wrap 360 degrees around the post and one complete diamond of the chain-link fence. The two ends shall be
Round wire ties shall be 9 gauge zinc-coated steel preformed to the radius of the post and power-fastened to
Install chain link fence fabric with twisted barbs at the bottom rail.
around sign support brackets.
Install chain-link fence fabric between aluminum bridge rails and snow fence frame. Cut and extend fabric down
nominal pipe sizes are shown on the drawing.
alloy conforming to AASHTO M181 (ASTM B429, alloy 6063-T6). All pipe shall be schedule 40, standard weight,
Post and rail pipe shall be hot-dip galvanized steel conforming to AASHTO, M181, Grade 1 (ASTM F1083) or aluminum
bottom. The size of wire mesh (fabric) shall be 1".
aluminum-coated conforming to AASHTO M181, Type II (ASTM A491), Chain-link fabric shall be knuckled on top and
Chain-link fabric shall be 9 gauge steel, zinc-coated conforming to AASHTO M181,Type I, Class D (ASTM A392),
END RAIL CLAMP
with nut and washer
…" Carriage Bolt
(See Note 8)
With Nut and Washer
…" Carriage Bolt
Scale: 3" = 1'-0"
(At Post)
1‡" O.D. Pipe
Rail 1†" O.D.
14 GA. Galvanized end rail clamp
Scale: 1" = 1'-0"
of bridge rail.
Fence shown from back
NOTE:
(Beyond)
É 2-bar Aluminum rail post
(Beyond)
É 2-bar Aluminum rail post
To be Field Verified by Contractor
Varies (See Bridge Plans for Spacing)
(Typ.)
Tension bar
1‡" O.D. Pipe,
U-Bolt (Typ.)
(Typ.)
Tension band
Fence Fabric
Chain-link
Top rail 1†" O.D. pipe
end rail clamp (Typ.)
2" X 1†" 14 GA. galvanized
AT BRIDGE MOUNTED SIGN LOCATIONS
TO 2-BAR ALUMINUM RAIL
SNOW FENCE POST ATTACHMENT
two bolts (Typ.)
Attach coupler using
will allow
bottom rail as low as sign support
Bottom rail 1†" O.D. pipe. Install
steel wire
galvanized
Install 7 guage
support
mounted sign
around bridge
Cut fence fabric
Fascia
cap (Typ.)
Cast end
DOUBLE PIGTAILED TIE - ALTERNATE
POWER FASTENED TIENot to Scale
Not to Scale
diamond
One fence
(See note 4)
twice at both ends
chain-link fence fabric
Loop each tie around
wire tie
9 Gauge steel
steel wire tie
9 Gauge
Rail
Power Fastened Ties
fabric, 1" mesh
Chain-link fence
Rail
fence fabric
Chain-link
TENSION BAND DETAILScale: 6" = 1'-0"
tension bar
ƒ" x ‚" Galvanized steel
nut and washer
Š" Carriage Bolt with (Galvanized)
tension bar band
1" Wide x „" steel
1‡" O.D. pipe
Post
13
01 2
1" = 1'-0"
3" = 1'-0"
0 16" = 1'-0"
0 0.5
Filena
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BRID
GE\
013_
Sno
wfence.d
gn
Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
13
SNOW FENCE DETAILS
DPD
NOTES
14
14
SIGN SUPPORT STRUCTURE DETAILS
NOT TO SCALE
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
SIGN SUPPORTS REFERENCE ANGLE
A - ROUTE 1 ON-RAMP (RAMP H) SOUTHBOUND RIGHT
B - ROUTE 1 ON-RAMP (RAMP H) SOUTHBOUND LEFT
B - ROUTE 1 ON-RAMP (RAMP H) NORTHBOUND
B - ROUTE 236
A - ROUTE 236
Sign supports details shown for Route 236 signs, Route 1 On-Ramp supports are opposite hand.
existing sign panels.
Contractor shall install new sign panels within 5 consecutive work days of removing
list.
shall be prepared and coated with an approved cold galvanizing compound from MaineDOT pre approved products
Galvanizing shall be removed immediately prior to field welding in the area of the weld. Welded area and the weld
Item 645.135, Bridge Overpass Mounted Sign Support.
The faying surfaces at the new web sign structure connection shall be painted and sealed and shall be incidental to
Bridge Overpass Mounted Sign Support.
All faying surfaces and existing sign web connections shall be painted and shall be incidental to Item 645.135,
645.
The signs panels will be supplied by others. The Contractor shall pick up the new sign panels per special provision
and existing sign support web connections as directed by the Resident, to a max spacing of 6'-0".
locations. The spacing of the lateral bracing shall be adjusted as necessary to avoid conflicts with bridge rail posts,
Prior to fabrication the Contractor shall field verify existing bridge rail post and existing sign support web connection
Drill and anchor (4) †" dia. A325 galvanized bolt 8" long (1•" above top of concrete) with galvanized nut and washer.
See applicable MaineDOT Standard Details 645(03) and 645(10) - 645(23) for additional requirements.
incidental to the related contract items.
Existing signs and support structures shall be removed and become property of the Contractor. This work shall be
1'-10"
(Min.)
1'-4•"
(Max.)
5•"
2" 6•"
1'-0
"
2"
2"
8"
…" Steel Plate
‚
TS 4x4x‰
Bridge Fascia
ANCHOR PLATE DETAILNot to Scale
‚
6•
"
6•"
(Max.)
5•"
(Min.)
1'-4•"
Anchor Plate
End of(Typ.) (See Note 3)
ƒ" Ì Hole
See Note 3
„" Preformed Pad
Bridge Rail
Face of
TS 4x4x‰…" Anchor Plate
ANCHOR PLATE SECTIONNot to Scale
Bridge Fascia
to Accommodate Tube Steel
Trim Snow Fence
12
1
TS 3x3x‰
TS 4x4x‰
OVERPASS MOUNTED SIGN SUPPORT SECTION
É Girder No. 1
Not to Scale
(Small sign panel shown, medium sign panel similar)
TS 4x4 End Cap
for Base Plate Connection
Existing Girder Web
Field Drill Holes in
(See Note 5)
(By Others)
Sign Panel
(See Note 2)
W 6x15
Face of Web
Face of Curb
Bridge Fascia
(Typ.)
6'-2•" Max. Support at Bridge Fascia
É Overpass Mounted Sign
(Typ.)
TS 4x4x‰
Not to Scale
(Bottom chord lateral bracing not shown for clarity)
PLAN - MEDIUM SIGN PANEL
OVERPASS MOUNTED SIGN SUPPORT
Min.
1'-0
"
(Typ.)
TS 3x3x‰
(Typ.)
W 6x15
Overhang
Curb
Granite
Detail (Typ.)
Anchor Plate
4'-0
" Min.
B
(Typ.) (See N
ote 4)
(See N
ote 5)
Face of Web
Face of Curb
Bridge Fascia
(Typ.)
6'-2•" Max. Support at Bridge Fascia
É Overpass Mounted Sign
(Typ.)
TS 4x4x‰
Not to Scale
(Bottom chord lateral bracing not shown for clarity)
PLAN - LARGE SIGN PANEL
OVERPASS MOUNTED SIGN SUPPORT
Min.
1'-0
"
(Typ.)
TS 3x3x‰
(Typ.)
W 6x15
4'-0
" Min.
Overhang
Curb
Granite
Detail (Typ.)
Anchor Plate
A
(Typ.) (See N
ote 4)
(See N
ote 5)
File
na
me:...\
BRID
GE\014
_signsup_01.dgn
Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
SIGN DETAILS
15
15EGD
JAR
MDS
ROUTE 236 OVER INTERSTATE 95 AT MM 1.25 IN YORK, ME
NORTHBOUND LEFT SIGN NORTHBOUND RIGHT SIGN
12'-6"
9'-0"
MAINE
15'-0"
10'-6" 14'-0"
9'-6"
2'-6"
20'-6"
NORTHBOUND SIGN SOUTHBOUND LEFT SIGN SOUTHBOUND RIGHT SIGN
ROUTE 1 ON-RAMP (RAMP H) UNDERPASS BRIDGE AT MM 1.8 IN YORK, ME
15'-6"
9'-6"
10'-6"
16'-0"
MAINE
2'-6"
19'-0"
Filena
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BRID
GE\
015_
Sig
nDetailsPla
n.d
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
TSB
2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
Span 1
123'-0"
Span 2
123'-0"
246'-0"
É Brg., Pier No. 1
Sta. 11+07.32
Shld
10'-0" Lane
12'-0" Lane
12'-0" Lane
12'-0" Shld
13'-0" Shld
13'-0" Lane
12'-0" Lane
12'-0" Lane
12'-0" Shld
10'-0"
PLAN
É Construction
I-95 NBI-95 SB
ELEVATION
I-95 NBI-95 SB
É Brg., Pier No. 1
Sta. 11+07.32
BEECH RIDGE ROAD
Sta. 1136+44.16 Maine Turnpike
Sta. 11+07.32 Beech Ridge Road =
É Brg., Abut. No. 1
Sta. 9+84.32
É Brg., Abut. No. 2
Sta. 12+30.32
É Brg., Abut. No. 2
Sta. 12+30.32
É Brg., Abut. No. 1
Sta. 9+84.32
(Turnpike Guardrail not Shown for Clarity)
Substructure (Typ.)
to Exposed
Protective Coating
Apply Pigmented
Vertical Clearance
16'-6" Minimum Vertical Clearance
17'-8" Minimum
16
16
GENERAL PLAN AND ELEVATION
Wingwall No. 3
Abut. No. 2
Wingwall No. 1
Abut. No. 1
Wingwall No. 2
Abut. No. 1
Bridge Deck (Typ.)
Patch Repair Concrete
Fence (Typ.)
Install Snow
Concrete Replacement (Typ.)
Bridge Joint Header
Install Elastomeric Concrete
Below Bottom Flange (Typ.)
Downspout to Min. 12"
Extend Bridge Drain
Repairs to Substructure (Typ.)
Epoxy Injection Crack
(Typ.)
to Substructure
Concrete Patch Repair
3'-11"
11'-0"
11'-0"
3'-11"
35'-1•
"(T
yp.)
0
1/16" = 1'-0"
16 16 32
10" of Fascia (Typ.)
Seal back to within
Cut Expansion Joint
18
32
85
(Both Fascias)
Snow Fence
and Bedding Mortar (Typ.)
Repair Brush Curb
Wingwall No. 4
Abut. No. 2 (See Note 4)
(See Note 4)
Ground (Typ.)
Approximate Existing
NOTES
51
1/2" = 1'-0"
0
**
REPAIR QUANTITIES (SF)
ESTIMATED
(See Note 5) (Typ.)
Protection
Repair Slope
Removal Detail)
and Patch (See Bolt
Steel below Concrete
Cut Existing Sign
Scale: ˆ" = 1'-0"
Scale: ˆ" = 1'-0"
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Crack Repair
#
KEY
Miscellaneous Details Sheet) (Typ.)
to Curb and Fascia (See
Apply Clear Protective Coatings
(See Miscellaneous Details Sheet) (Typ.)
(As needed, 8 Locations)
Install Splice Bar Retrofit
1
Limit of Pavement Repair
depth Concrete Repairs.
Assuming 5% of the Deck will require partial
Includes 234 S.F. Additional Repair Quantity
Concrete Deck Surface Patch Repairs 370
(See Special Provision 507)
Post that has Missing Anchor Bolt
Remove and Reset Bridge Rail
(Typ.)
Shoulders (See Note 3)
Coating to Bridge Deck
Apply Clear Protective
as directed by the Resident Engineer.
Reset and point slope protection
to snow fence production.
existing bridge rail spacing prior
may vary.The Contractor shall verify
The existing bridge rail spacing
striping for the length of the bridge.
bridge deck up to the white line
applied in the shoulders of the
Clear Protective Coating Shall be
Deck Repairs.
item 518.80 Partial Depth Concrete
related work shall be incidental to
Removal of existing sign bolt and
Engineer.
deck as directed by the Resident
repairs along edges of the bridge
shielding when performing patch
Contractor shall provide vertical
5.
4.
3.
2.
1.
Filena
me:...\
MS
TA\
016_
pla
n&ele
v_
01.d
gn
Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
AT MM 4.80 IN YORK, ME
BEECH RIDGE ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
KDW
MED
2017.05 36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
10+0011+0012+00
1136+
00
1137+
00
É Exterior Girder
(Bridge Rail not Shown for Clarity)
Top of Curb
Patch Repair
Concrete
Scale •" = 1'-0"
BOLT REMOVAL
DETAIL
Remove Existing Sign Bolts
2" Minimum below Top of Curb
(See Note 2)
17
17
TRANSVERSE SECTION
SUPERSTRUCTURE
0 71
3/8" = 1'-0"
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
Filena
me:...\
MS
TA\
017
_Brid
ge
Typ.d
gn
Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
AT MM 4.80 IN YORK, ME
BEECH RIDGE ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
KDW
MED
2017.05 36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
1'-11" 14'-11" 1'-11"14'-11"
Out-to-Out
33'-8"
É Roadway
1'-4" 7" 1'-4"7"
G1 G2 G3 G4 G5
Scale: …" = 1'-0"
SUPERSTRUCTURE TRANSVERSE SECTION
3'-4" 3'-4"4 Spaces @ 6'-9" 27'-0"
DECK CONCRETE REPAIR NOTES
4.
3.
2.
1.
4.
3.
2.
1.
EXPANSION JOINT NOTES
Repair Note 1)
(See Deck Concrete
Deck Repairs
Partial Depth Concrete
(Typ.)
(See Snow Fence Details Sheet)
Install Snow Fence
Joint modifications shall be paid for under Item 520.2401 Bridge Joint Modification Type I.
recommendations.
Steel surfaces shall be prepped and elastomeric concrete shall be applied according to the manufacturers
minimum anchor profile or roughened surface.
All concrete surfaces where elastomeric concrete is to be applied shall have a • inch
Refer to MaineDOT Standard Details Section 520 for details and information not shown.
Specification 518.
Prepare and patch repair areas. Install new reinforcing steel, as required. See Supplemental
shall agree on the revised pay limits prior to the Contractor continuing the removals.
during the demolition process, the Contractor shall notify the Resident. The Resident and Contractor
Chip concrete to the depth specified in Supplemental Specification 518. If the removal limits change
Sawcut 1" deep along all limits of removal.
limits. Work shall be paid under Item 518.80 Partial Depth Concrete Deck Repairs.
concrete using a chain drag or other method approved by the Resident to determine the required repair
Prior to the start of deck concrete repairs, the Resident and the Contractor shall sound all deck
É Bearing
EXISTING EXPANSION JOINT SECTION
Existing 8" Concrete
Deck to Remain (Typ.)
Existing Pavement
to Remain
É Bearing
PROPOSED EXPANSION JOINT SECTION
SECTIONS AT EXPANSION JOINTS AT ABUTMENTSNot to Scale
Strip Seal
Existing Steel
Angles to
Remain
Existing Extrusions
to Remain
Diaphragm
Existing
Existing Beam
Existing
Pavement
Saw Cut
Remove Existing 3" Pavement
3"
Min.
Surface to Remain
Existing Concrete Wearing
Back of Existing Backwall
Diaphragm
Existing
Existing Beam
3"
Min.
•" Amplitude
Anchor Profile (Typ.)
Saw Cut Pavement
Bridge Joint Modification Type I
Incidental to Item 520.2401,
Pavement Strip Repair Payment
Butt JointMin.
12"
Elastomeric Concrete Header
Install 3"x10" Min.
Remove Existing
Backwall Chamfer
| Construction
Face of Abutment
Footing
G1G2G3G4G5
É Brg., Abut. No. 1
Protective Coating
Limits of Pigmented
PLANScale: ‰" = 1'-0"
Scale: ‰" = 1'-0"
ELEVATION
Conduit Opening
18
18
Typical Details Sheet.
For Concrete Repair Notes and Details see Concrete Repair 1.
NOTE
2
1
10 15
3/16" = 1'-0"
EAST WINGWALL ELEVATION
ABUTMENT NO. 1
WEST WINGWALL ELEVATION
ABUTMENT NO. 1
1
ABUTMENT NO. 1 REPAIRS
**
REPAIR QUANTITIES (SF)
ESTIMATED
Existing Slope (Typ.)
Approximate Top of Existing Slope (Typ.)
Approximate Top of
Scale: ‰" = 1'-0" Scale: ‰" = 1'-0"
As A contingency
Includes 12 S.F. Additional Repair Quantity
Surface Patch Repairs 20
Granite Block Pavers
Approximate Top of Existing
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
1
East Wingwall
West Wingwall
2
1
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CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
AT MM 4.80 IN YORK, ME
BEECH RIDGE ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
KDW
MED
2017.05 36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
Slope Protection
Existing Concrete
Joint Angle
Existing Expansion
Protective Coating
Limits of Pigmented
TYPICAL ABUTMENT SECTIONNot to Scale
19
19
PLANScale: ‰" = 1'-0"
É Brg., Abut. No. 2
É Construction
G1 G2 G3 G4 G5
Protective Coating
Limits of Pigmented
Scale: ‰" = 1'-0"
ELEVATION
Face of Abutment
Footing
Conduit Opening
West Wingwall
1.
NOTE
10 15
3/16" = 1'-0"
WEST WINGWALL ELEVATION
ABUTMENT NO. 2
EAST WINGWALL ELEVATION
ABUTMENT NO. 2
•" Wide Crack …" Wide Crack
1
East Wingwall
Existing Slope (Typ.)
Approximate Top of
6
12.5
Existing Slope (Typ.)
Approximate Top of
ABUTMENT NO. 2 REPAIRS
Repair Typical Details Sheet.
For Concrete Repair Notes and Details see Concrete
**
REPAIR QUANTITIES (SF)
ESTIMATED
Scale: ‰" = 1'-0" Scale: ‰" = 1'-0"
1
2
As A contingency
Includes 13 S.F. Additional Repair Quantity
Surface Patch Repairs 20
KEY
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
2
Existing Block Pavers
Approximate Top of
1
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CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
AT MM 4.80 IN YORK, ME
BEECH RIDGE ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
KDW
MED
2017.05 36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
É PierÉ Construction
G1 G2 G3 G4 G5
SOUTH ELEVATION END ELEVATIONScale: ‚" = 1'-0"
Scale: ‚" = 1'-0"
(Looking West)
PLANScale: ‚" = 1'-0"
G1 G2 G3 G4 G5
É Brg., Pier
É Pier
NORTH ELEVATION END ELEVATIONScale: ‚" = 1'-0"
Scale: ‚" = 1'-0"
(Looking East)
G5 G4 G3 G2 G1 É Pier
NOTES
20
20
Protective Coating
Limits of Pigmented
4 80
1/4" = 1'-0"
PIER REPAIRS
Protective Coating (Typ.)
Limits of Pigmented
Protective Coating (Typ.)
Limits of Pigmented
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
Typical Details Sheet.
For Concrete Repair Notes and Details see Concrete Repair 1.
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CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
AT MM 4.80 IN YORK, ME
BEECH RIDGE ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
KDW
MED
2017.05 36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
É Brg., Pier No. 1
Sta. 19+56.77
I-95 SB I-95 NB
É Construction
Sta. 1210+25.62 Maine Turnpike
Sta. 19+56.17 Cider Hill Road =
CIDER HILL ROAD
PLAN
Shld
10'-0"
Lane
12'-0" Lane
12'-0" Lane
12'-0" S
hld
13'-0" S
hld
13'-0" Lane
12'-0" Lane
12'-0" Lane
12'-0" S
hld
10'-0"
É Brg., Pier No. 1
Sta. 19+56.77
Span 2
130'-0ƒ"
Span 1
130'-0ƒ"
ELEVATION
É Brg., Abut. No. 2
Sta. 20+89.81
É Brg., Abut. No. 1
Sta. 18+29.54
É Brg., Abut. No. 1
Sta. 18+29.54
É Brg., Abut. No. 2
Sta. 20+89.81
(Turnpike Guardrail not Shown for Clarity)
Wingwall No. 1
Abut. No. 1
Wingwall No. 3
Abut. No. 2
Wingwall No. 4
Abut. No. 2
52'-0‚
"
47'-6ƒ
"
Fence (Typ.)
Install Snow
Wingwall No. 2
Abut. No. 1
0016 16 32
Limits of Snow Fence 20 Spaces @ 8'-0"± = 160'-0"±
Slope Protection
Existing Concrete
Limits of Snow Fence 21 Spaces @ 8'-0" = 168'-0"±
Wearing Surface (Typ.)
Replace Reinforced ConcreteUnderside of Deck
Repair Spall on
Min. 12" Below Bottom Flange (Typ.)
Extend Bridge Drain Downspout to
260'-1•" (Long Chord)
(See Note 2)
Scale ˆ" = 1'-0"
Scale ˆ" = 1'-0"
1/16" = 1'-0"
(See Note 2)
Vertical Clearance
16'-6" Minimum
Details Sheet)
(See Slope Protection Repair
Repair Concrete Slope Protection
(Both Fascias)
Snow Fence
(See Miscellaneous Details Sheet)
(As Needed 15 Locations)
Install Splice Bar Retrofit (Typ.)
Details Sheet) (Typ.)
Fascia (See Miscellaneous
Coatings to Curb and
Apply Clear Protective
(See Trough and Hopper Details Sheet)
Install Expansion Device - Joint Seal
Detail Sheet)
Protection Repair
Protection (See Slope
Repair Concrete Slope
Shoulders (See Note 1) (Typ.)
Coating to Bridge Deck
Apply Clear Protective
prior to snow fence production.
Contractor shall verify existing bridge rail spacing
The existing bridge rail spacing may vary. The
striping for the length of the bridge.
shoulders of the bridge deck up to the white line
Clear Protective Coating Shall be applied in the
2.
1.
19+0020+00
21+00 18+00
1210+00
1211+00
8'-6"
11'-0"
11'-0"
8'-6"
21
21
GENERAL PLAN AND ELEVATION
I-95 SB I-95 NB
Substructure (Typ.)
to Exposed
Protective Coating
Apply Pigmented
Ground (Typ.)
Approximate Existing Repairs to Substructure (Typ.)
Epoxy Injection Crack
33
NOTE
**
REPAIR QUANTITIES (SF)
ESTIMATED
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
As A Contingency
Includes 20 S.F. Additional Repair Quantity
Overhead Surface Repairs 53
**
Depth Concrete Repairs.
Assumes 5% of the Deck will require Partial
Concrete Deck Repairs 510
Substructure (Typ.)
Patch Repair Concrete
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CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05
AT MM 6.20 IN YORK, ME
CIDER HILL ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
22
22
TRANSVERSE SECTION
SUPERSTRUCTURE
0 71
3/8" = 1'-0"
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05
AT MM 6.20 IN YORK, ME
CIDER HILL ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
DECK CONCRETE REPAIR NOTES
Scale: …" = 1'-0"
SUPERSTRUCTURE TRANSVERSE SECTION
1'-10" 19'-6" 1'-10"19'-6"
Out-to-Out
42'-8"
G4 G6G3G2G1
6" 1'-4"6"1'-4"
G5
É Roadway
Spacing VariesVaries Varies
3.6% Slope
wearing surface with transverse sawcut grooves.
3 •"± and replace with 3 •"± unreinforced concrete
Remove existing reinforced concrete wearing surface
Deck repairs (See Note 3)
Partial Depth Concrete
(See Miscellaneous Details) (Typ.)
Bridge Drains
Extend All Existing
Elevations Sheet for Locations)
(See General Plan and
Deck Fascia underside
Patch Repair Bridge
Sheet) (Typ.)
(See Snow Fence Details
Install Snow Fence
8.
7.
6.
5.
4.
3.
2.
1.
deck as directed by the Resident Engineer.
Contractor shall provide vertical shielding when performing work along edges of the bridge
Sawcut Grooves) and be incidental to Item 502.29.
Transverse sawcut grooves shall be in accordance with Special Provision Section 502 (Transverse
Specification 518.
Prepare and patch repair areas. Install new reinforcing steel as required. See Supplemental
shall agree on the revised pay limits prior to the Contractor continuing the removals.
during the demolition process, the Contractor shall notify the Resident. The Resident and Contractor
Chip concrete to the depth specified in Supplemental Specification 518. If the removal limits change
Sawcut 1" deep along all limits of removal.
Item 518.80 Partial Depth Concrete Deck Repairs.
approved by the Resident to determine the required repair limits. Work shall be paid under
Resident and the Contractor shall sound all deck concrete using a chain drag or other method
After removing existing wearing surface and prior to the start of deck concrete repairs, the
with the Resident. Work shall be incidental to Item 502.29.
measure depth of rebar and to confirm wearing surface depth. Test locations shall be confirmed
Approximately every 20ft Contractor shall core drill or chip 2 exploratory holes in each lane to
surface can be installed to the existing lines and grade.
The Contractor shall perform topographic survey of the deck surface so that the proposed wearing
É Construction
PLAN
ELEVATION
‰" = 1'-0"
10 15
3/16" = 1'-0"
Working Line
EAST WINGWALL ELEVATION
ABUTMENT NO. 1
WEST WINGWALL ELEVATION
ABUTMENT NO. 1
5
Ground (Typ.)
Approximate Existing
23
Protective Coating
Limits of Pigmented
Tie Holes
Repair Concrete
1
ABUTMENT NOTES
In Backwall
Opening
Conduit
23
ABUTMENT NO. 1 REPAIRS
G6 G5 G4 G3 G2 G1
**
REPAIR QUANTITIES (SF)
ESTIMATED
Scale: ‰" = 1'-0"
Scale: ‰" = 1'-0"Scale: ‰" = 1'-0"
Scale: ‰" = 1'-0"
51
1/2" = 1'-0"
0
É Brg., Abut. No. 1
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
4.
3.
2.
1.
(See Note 4)
with Joint Sealant
Abutment and Slope Protection
Reseal Gap between
9
polyurethane joint sealant and shall be incidental to 513.09 Slope Protection.
Joint sealant shall be from the MaineDOT Qualified Products List for silicone and
necessary precautions before any abutment repairs.
Contractor should be aware of excessive pigeon excrement at the abutment and take
and backwall is spalled.
Based on visual inspection it is estimated approximately 30% of the bridge seat
For Concrete Repair Notes and Details see Concrete Repair Typical Details Sheet.
1Repair „" Crack
1
for Bridge Seat and Backwall Repairs (See Note 2).
Includes A 165 S.F. Additional Repair Quantity
Abutment Surface Patch Repairs 173
and Hopper Details)
for Clarity) (See Trough
Down Spout (Not Shown
Install Hopper and
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05
AT MM 6.20 IN YORK, ME
CIDER HILL ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
Slope Protection
Existing Concrete
Protective Coating
Limits of Pigmented
TYPICAL ABUTMENT SECTIONScale: •" = 1'-0"
É Construction
É Brg., Abut. No. 2
PLAN
ELEVATION
10 15
3/16" = 1'-0"
Working Line
3 2
47
WEST WINGWALL ELEVATION
ABUTMENT NO. 2
EAST WINGWALL ELEVATION
ABUTMENT NO. 2
Ground (Typ.)
Approximate Existing
24
24
Protective Coating
Limits of Pigmented
G3
ABUTMENT NO. 2 REPAIRS
G2G1 G4 G5 G6
**
REPAIR QUANTITIES (SF)
ESTIMATED
Scale: ‰" = 1'-0"
Scale: ‰" = 1'-0"
Scale: ‰" = 1'-0"
Scale: ‰" = 1'-0"
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
2
2 on Abutment No. 1 Repairs).
for Bridge Seat and Backwall Repairs (See Note
Includes A 165 S.F. Additional Repair Quantity
Abutment Surface Patch Repairs 183
NOTE
1.
Repair Typical Details Sheet.
For Concrete Repair Notes and Details See Concrete
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05
AT MM 6.20 IN YORK, ME
CIDER HILL ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
In Backwall
Opening
Conduit
É Pier
É PierÉ Construction
PLAN
G1 G2 G3 G4 G5 G6
É Pier
SOUTH ELEVATIONLOOKING SB
4 80
1/4" = 1'-0"
Protective Coating
Limits of Pigmented
Protective Coating
Limits of Pigmented
Protective Coating
Limits of Pigmented
(Typ.)
Existing Ground
Approximate
NORTH ELEVATION LOOKING NB
(Typ.)
Existing Ground
Approximate
É Pier
Protective Coating
Limits of Pigmented
Protective Coating
Limits of Pigmented
25
18
181
25
**
REPAIR QUANTITIES (SF)
ESTIMATED
PIER REPAIRS
„"± Wide Crack
„"± Wide Crack
G1 G2 G3 G4 G5 G6
G6 G5 G4 G3 G2 G1
As A contingency
Includes 5 S.F. Additional Repair Quantity
Pier Surface Patch Repairs 6
Scale: ‚" = 1'-0" Scale: ‚" = 1'-0"
Scale: ‚" = 1'-0"
Scale: ‚" = 1'-0"
Scale: ‚" = 1'-0"
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
NOTE
1.
See Concrete Repair Typical Details Sheet.
For Concrete Repair Notes and Details
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017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05
AT MM 6.20 IN YORK, ME
CIDER HILL ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
See Detail B
Not to Scale
Not to Scale
DETAIL B
ABUTMENT NO. 1
SECTION THRU HOPPER AT
65°
Between Girders
Top of Seat
See Detail C
115°
Detail A)
Strap (See
É Brg., Abut. No. 1
Joint Vertical Plate
Existing Finger
Joint Vertical Plate
Existing Finger
Web Plate
Girder
Hopper
Proposed
•"
Clr.
É Brg., Abut. 1
Detail D
Drainage Seal
Proposed
26
26
NOT TO SCALE
TROUGH AND HOPPER DETAILS
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Hopper
Details_
01.d
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CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05
AT MM 6.20 IN YORK, ME
CIDER HILL ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
HOPPER DETAILSNot to Scale
TROUGH AND HOPPER NOTES
9"
6"
2'-0"
1'-0"
TOP VIEW
5"
6"
2'-0"
FRONT VIEW
Water Flow
5"
6"
Water Flow
Not to Scale
DETAIL C
(Min.)
6"
Anchor Bolt (Typ.)
†" Concrete
12x6x‚
Structural TubingStrap ‚"x2"
DETAIL A
†" Bolt
Abutment Backwall
Face of
9"
6"
5"
6"
SIDE VIEW
12x6x‚
Structural Tubing
Varies
65°
Ê ‚" (Typ.)
(Bond to Concrete)
1"x2"x12"
Rubber Block
1. See Special Provision 520 for joint seal specifications and installation details.
JOINT SEAL NOTE
8.
7.
6.
5.
4.
3.
2.
1.
Bolts shall be located every 2'-0" on center, offset 1'-0" from threaded rod, for the length of the joint.
Prior to installation Contractor shall remove existing drainage channel.
Bridge Joint Modification - Cider Hill.
All costs for the complete trough system, including labor and materials shall be incidental to Item 520.2409
Coat bolts, threaded studs and nuts with nickel based anti-seize lubricant during installation.
shall be submitted for approval prior to fabrication.
Shop drawings for the complete trough system including the steel attachment plates, and fasteners
dip galvanized. Joint seal A36 steel sheet shall be galvanized after bends have been made.
and hot-dipped galvanized in accordance with ASTM A123. All associated fasteners shall be hot
All drain or hopper components shall be blast cleaned to the requirement of SSPC-CP6/NANCE 3
All plates shall be ‚" thick and shall conform to ASTM A36 unless noted otherwise.
joint seal steel.
Contractor shall confirm dimensions on site prior to submitting shop drawings of hopper and
DETAIL DNot to Scale
1•"
on Center for Length of Joint
Nuts in…" Dia. Hole at 2'-0"
Threaded Rod with Two Hex
‚" Dia. Galvanized Steel
(See Joint Seal Note 1)
Proposed Drainage Seal
1•"
2•
"
1"
3•
"
0•"
0•"
Steel Plate
Galvanized
‰" A36
R = •"
45°
135° …" Bolt
É Brg., Abut. 1
3" Clear
3'-0"
Min.
(2 Required)
Bent Ê ‚"x2"
Bent Ê ‚"x2"
†" Ì Bolt (Typ.)
Strap Detail A)
(Similar to
Split Strap ‚"x2"
Anchor Bolt (Typ.)
†" Concrete
7"
DETAIL A
B
B
Scale: ‚" = 1'-0"
Scale: 1 •" = 1'-0"
SECTION B-B
3
0.33
Coated Steel Mesh
6"x6"-10 Gage Epoxy I-95 NB
É Construction
PLAN
Shld
10'-0"
É Brg., Abut. No. 1
Sta. 18+29.54
É Brg., Abut. No. 1
Sta. 18+29.54
Wingwall No. 1
Abut. No. 1
Repair Concrete Slope Protection
Slope Protection
Existing Concrete
2:1 Slop
e
Wingwall No. 2
Abut. No. 1
14'-3
"
2'-0"
(No Joint)
| Slope Change
(No Joint)
| Slope Change
2'-0"
2'-0"
27
27
47'-6ƒ
"
16'-8"±
Regrade Area to Drain
REPAIR DETAIL
SLOPE PROTECTION
02 14
3/32" = 1'-0"
30
1 •" = 1'-0"
01 1
4 80
1/4" = 1'-0"
See Detail A
Drain.
Composite Hopper and
Fabricate and Install
to Drain
Regrade Area
Scale: ‘" = 1'-0"
Scale: ‘" = 1'-0"
(See Note 3)
Protection in this Area
Repair Concrete Slope
3.
2.
1.
Swale
Concrete
Existing
A A
VIEW A-A
SLOPE REPAIR ITEM NOTES
shall be used for replacing concrete slope protection.
in-kind as directed by the Resident. Class A concrete
Remove and reset or replace concrete slope protection
Loam and seed regraded area with 2 inches of loam.
Item 513.09 Slope Protection - Portland Cement Concrete.
Regrading area to drain will be paid for under
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05
AT MM 6.20 IN YORK, ME
CIDER HILL ROAD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
19+00
18+00
8'-6"
11'-0"
11'-0"
8'-6"
2"4"
4"
4"
8"
3'-0"
Grade
Existing
Proposed Grade
In this Area
Slope Protection
Repair Concrete
5'-0"
5'-0"
5'-0"
4'-0"±
4'-0"±
4'-0"±
4'-0"±
4'-0"±
Existing Concrete S
wale
| Dum
my Joint
| Dum
my Joint
to drain
Regrade area
to drain
Regrade area
15'-0"
Ground (Typ.)
Approximate Existing
Scale ˆ" = 1'-0"
Limit of Surface Patch Repair
Limit of Crack Repair
KEY
NOTES
# Linear Feet of Crack Repair
Square Footage of Repair#
Limit of Pavement Repair
6.
5.
4.
3.
2.
1.
support web connections.
conflicts with bridge rail posts and existing sign
Contractor shall field verify sign location to avoid
Approximate sign locations are shown on the plans.
waterproofing membrane.
responsible to repair any damage to the
waterproofing membrane. The contractor shall be
Pavement removal shall not disturb bridge
low modulus joint sealer.
applied and vertical edges shall be treated with
Prior to paving bituminous tack coat shall be
9.5mm Nominal Maximum Size.
paid for under Item 403.210 Hot Mix Asphalt
Strip patch repair shall be 1•" deep and will be
Modification - Joint Sealant.
for under Item 520.24 Bridge Joint
Polyurethane Joint Sealants and will be paid
Qualified Products List for Silicone and
Joint sealant shall be from the MaineDOT
areas may be determined by the Resident.
Repair joint seal where noted, additional repair
support and extended to curb.
Snow fence fabric shall be cut around sign
bridge rail spacing prior to snow fence production.
mounted sign. The Contractor shall verify existing
particularly around existing overhead bridge
The existing bridge rail spacing may vary,
É Brg., Abut. No. 1
Sta. 87+22.03
É Brg., Pier No. 1
Sta. 88+20.03
É Brg., Pier No. 2
Sta. 88+93.28
É Brg., Abut. No. 2
Sta. 89+66.53
Wingwall No. 4
Abut. No. 2
28
28
GENERAL PLAN
Wingwall No. 1
Abut. No. 1
Lane
Lane
Lane
Lane
Lane
Lane
Lane
Lane
Off
Ramp
Varies
13'-0"
Shldr
Shldr8'
-0"
12'-0"
13'-0"
Ramp
12'-0"
12'-0"
12'-0"
13'-0"
12'-0"
12'-0"
12'-0" 13
'-0"
10'-0"
12'-0"
12'-0"
13'-0"
4'-0"
Limits of Snow Fence 27 Spaces @ 8'-0"± = 216'-0"±
Limits of Snow Fence 28 Spaces @ 8'-0"± = 224'-0"±
(See Note 1)
(See Note 1)
(See Note 2) (Typ.)
Repair Joint Seal
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CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
No. Revision By Date
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05 36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
615+
00
É Construction
14'-0"
8'-0"
8'-0"
Lane
Lane
Shldr
Shldr
Lane
Lane
50'-7
"
48'-7
…"
Sta. 615+32.14 Maine Turnpike
Sta. 88+20.03 Route 236 =
1'-6
"
016 16 32
1/16" = 1'-0"
3'-0"±
Scale: Designed by:
AT MM 1.25 IN YORK, ME
ROUTE 236 OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
87+0088+0089+0090+00
Wingwall No. 3
Abut. No. 2
I-95 NBI-95 SBI-95 SB
8'-0"
26'-0"
10'-0"
60'-8
"
Fence (Typ.)
Install Snow
Surface (See Note 3) (Typ.)
Bituminous Wearing
Strip Patch Repair
Wingwall No. 2
Abut. No. 1
615+
00
Date:2/17/2017
PLAN
ROUTE 236
Curb
Curb
Curb
Curb
(See Note 2) (Typ.)
Repair Joint Seal
(Typ.)
Structure Details Sheet)
(See Sign Support
Sign Support
Not to Scale
EXISTING SECTION A-A
(See Note 2)
To be Provided by Others
Replacement Joint Seal
Remove Existing Joint Seal.
Wingwall No. 2
Abut. No. 1
Wingwall No. 3
Abut. No. 2
Remove Joint Seal
I-95 SB
Sta. 293+85.15
É Brg., Abut. No. 1
Sta. 296+11.15
É Brg., Abut. No. 2
Sta. 294+98.15
É Brg., Pier No. 1
I-95 NB
Shld
10'-0" S
hld
10'-0"
Lane
12'-0"Lane
12'-0"Lane
12'-0"Lane
12'-0"Lane
12'-0"Lane
12'-0" S
hld
13'-0"
Shld
13'-0"
PLAN
POND ROAD
CHASES
12'-0"
12'-0"
12'-0"
12'-0"
10'-0"
10'-0"
Fence (Typ.)
Install Snow
11'-5"
11'-5"
Lane
Lane
Lane
Lane
Media
n
8'-0"
8'-0"
Curb
Curb
Remove Joint Seal
293+00 294+00 295+00 296+00 297+00
243+
00
244+
00
(See Note 1)
(See Note 1)
A
A
Scale: ˆ" = 1'-0"
Details Sheet) (Typ.)
Fascia (See Miscellaneous
Coating to Curb and
Apply Clear Protective
Details Sheet) (Typ.)
(See Miscellaneous
Below Bottom Flange
Downspout to Min. 12"
Extend Bridge Drain
É Construction
Wingwall No. 4
Abut. No. 2
Wingwall No. 1
Abut. No. 1
Span 2
113'-0"
Span 1
113'-0"
226'-0"
É Brg., Abut. No. 1
Sta. 293+85.15
É Brg., Pier No. 1
Sta. 294+98.15
É Brg., Abut. No. 2
Sta. 296+11.15
I-95 SB I-95 NB
ELEVATION
Ground (Typ.)
Approximate Existing
Substructure (Typ.)
to Exposed
Protective Coating
Apply Pigmented(Typ.)
Slope Protection
Transition Barrier (Typ.)
Patch Repair Concrete
Sta. 243+48.14 Maine Turnpike
Sta. 294+98.15 Chases Pond Road =
Substructure (Typ.)
Patch Repair Concrete
(Both Fascias)
Snow Fence
Scale: ˆ" = 1'-0"
Date:2/17/2017
4.
3.
2.
1.
related contract items.
All joint modifications shall be incidental to the
September 2017.
Turnpike Authority and completed prior to
This work shall be coordinated with the Maine
SSPC-SP11- Power Tool Cleaning to Bare Metal.
lower extrusion to a surface cleanliness of
prepare all inside surfaces of joint beam down
Contractor shall remove existing seal and
to curb.
shall be cut around sign support and extended
snow fence production. Snow fence fabric
existing bridge rail spacing prior to
mounted sign. The Contractor shall verify
particularly around existing overhead bridge
The existing bridge rail spacing may vary,
1
2
016 16 32
1/16" = 1'-0"
**
REPAIR QUANTITIES (SF)
ESTIMATED
As A Contingency
Includes 5 S.F. Additional Repair Quantity
Concrete Patch Repairs 8
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
NOTES
Scale: Designed by:
VANASSE HANGEN BRUSTLIN, INC.
AT MM 6.80 IN YORK, ME
YORK INTERCHANGE OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
29
29
GENERAL PLAN AND ELEVATION
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CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
No. Revision By Date
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05 36
RSB
2/17/172/17/17
2/17/17
RALPH C. NORWOOD, IV
2/17/17
É Construction Working Line
PLAN
ELEVATION
É Brg., Abut. No. 1
20'-10ƒ"
Ground (Typ.)
Approximate Existing
See Concrete Repair Typical Detail Sheet.
1. For Concrete Repair Notes and Details
SHEET NOTE
Limits of Pigmented Protective Coating
8
Protective Coating
Limits of Pigmented
Slope
Existing
TYPICAL ABUTMENT SECTION
30
30
10 15
3/16" = 1'-0"
ABUTMENT NO. 1 REPAIRS
G8 G7G9 G6 G5 G3G4 G2 G1G10G11G12
**
REPAIR QUANTITIES (SF)
ESTIMATED
As A contingency
Includes 20 S.F. Additional Repair Quantity
Abutment Surface Patch Repairs 60
Scale: ‰" = 1'-0"
Scale: ‰" = 1'-0"
Scale: ‰" = 1'-0"
6 2 6 2 12
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
31
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05 36
AT MM 6.80 IN YORK, ME
YORK INTERCHANGE OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
RSB
2/17/172/17/17
2/17/17
RALPH C. NORWOOD, IV
2/17/17
10 15
3/16" = 1'-0"
É Construction Working Line
PLAN
ELEVATION
É Brg., Abut. No. 2
32
31
31
Ground (Typ.)
Approximate Existing
See Concrete Repair Typical Detail Sheet.
1. For Concrete Repair Notes and Details
SHEET NOTE
#
Limits of Pigmented Protective Coating
Protective Coating
Limits of Pigmented
Slope
Existing
TYPICAL ABUTMENT SECTION
G5 G6G4 G7 G8 G9G1 G2 G3 G10 G11 G12
ABUTMENT NO. 2 REPAIRS
**
REPAIR QUANTITIES (SF)
ESTIMATED
Scale: ‰" = 1'-0" Scale: ‰" = 1'-0"
Scale: ‰" = 1'-0"
6
12
2
#
Limit of Surface Patch Repair
Linear Feet of Crack Repair
Square Footage of Repair
Limit of Pavement Repair
Limit of Crack Repair
#
KEY
2
As A contingency
Includes 20 S.F. Additional Repair Quantity
Abutment Surface Patch Repairs 65
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05 36
AT MM 6.80 IN YORK, ME
YORK INTERCHANGE OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
RSB
2/17/172/17/17
2/17/17
RALPH C. NORWOOD, IV
2/17/17
G7
É Column 5É Column 6É Column 7É Column 8
É Pier
É Construction
G9 G8
PLAN
G12 G11 G10
SOUTH ELEVATIONEAST ELEVATION
4 80
1/4" = 1'-0"
Protective Coating
Limits of Pigmented
Protective Coating
Limits of Pigmented
É Pier Protective Coating
Limits of Pigmented
NORTH ELEVATION WEST ELEVATION
É Pier
Protective Coating
Limits of Pigmented
Protective Coating
Limits of Pigmented
32
NOTE
32
PIER NO. 1 REPAIRS
G12 G11 G10
G10 G11 G12
G9 G8 G7
G7 G8 G9
1.
the same as Pier No. 1.
Apply pigmented protective coating to Pier No. 2
symmetric to Pier No. 2, girders G1 through G6.
Pier No. 1 consisting of girders G7 through G12 is
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05 36
AT MM 6.80 IN YORK, ME
YORK INTERCHANGE OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
RSB
2/17/172/17/17
2/17/17
RALPH C. NORWOOD, IV
2/17/17
PLAN
É Construction
É Brg., Pier No. 1
Sta. 50+00.00
North Wingwall
East Abut.
North Wingwall
East Abut.
É Brg., East Abut.
Sta. 50+98.95
É Brg., West Abut.
Sta. 49+01.05
South Wingwall
West Abut.
North Wingwall
West Abut.
Scale: ‘" = 1'-0"
Shld
12'-0"
Shld
12'-0"
Lane
12'-0"
Lane
12'-0"
Lane
12'-0"
lane
12'-0"
Lane
12'-0"
Lane
12'-0"
Shld
12'-0"
Shld
12'-0"
Shld
4'-0"
Shld
4'-0"
Median
9'-0"
Median
9'-0"
33
33
(Typ.)
Protection
Slope
02 14
3/32" = 1'-0"
30
I-95 SB I-95 NB
Sta. 657+75.53 Maine Turnpike
Sta. 50+00.00 Captain Thomas Road =CAPTAIN THOMAS ROAD
GENERAL PLAN
(See Joint Details Sheet)
Replace Joint Seal
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CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05 36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
AT MM 14.80 IN WELLS, ME
CAPTAIN THOMAS RD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
49+00 50+00 51+00
658
+00
657
+50
Scale: …" = 1'-0"
SUPERSTRUCTURE TRANSVERSE SECTION
4 Spaces @ 6'-9" 30'-0"2'-6" 2'-6"
G3G2G1 G4 G5
1'-6" 16'-0"
Out-to-Out
35'-0"
1'-6"16'-0"
É Roadway
34
34
1 •" = 1'-0"
01 1
NOTES
JOINT DETAILS
4.
3.
2.
1.
Modifications- Captain Thomas.
All joint modifications will be paid for under item 520.2408 Bridge Joint
prior to September 2017.
This work shall be coordinated with the Maine Turnpike Authority and completed
cleanliness of SSPC-SP11- Power Tool Cleaning to Bare Metal.
Prepare all inside surfaces of joint beam down lower extrusion to a surface
be modified as shown.
Existing compression seal shall be removed and existing seal joint edge beam shall
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05 36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
AT MM 14.80 IN WELLS, ME
CAPTAIN THOMAS RD OVER INTERSTATE 95
MTA PROJECT REHABILITATION OF
DETAIL A
PROPOSED
Not to Scale
4"
Remove Existing Seal
EXISTING
1ƒ"
Beam as Shown (Typ.)
Lip of Joint Edge
Remove Top
Scale: 1•" = 1'-0"
Existing Girder
EXISTING EXPANSION JOINT SECTION
Deck to Remain (Typ.)
Existing 8" Concrete
to Remain (Typ.)
Existing Steel Angles
to Remain (Typ.)
Existing Extrusions
to Remain (Typ.)
Existing Pavement
É Bearing
Detail A
G1 G2
G2G1
G5G4
Scale: ƒ" = 1'-0"
(28 Total Utility Supports)
(Looking South)
Scale: …" = 1'-0"
(28 Utility Supports)
(Looking East)
35
35
MM 42.00
TWO ROAD ROAD
MM 35.30
NORTH STREET
MM 15.21
TATNIC ROAD
MATERIAL NOTES
2.
1.
UTILITY SUPPORT HANGER NOTES
Rod (Typ.)
New Threaded
0 71
3/8" = 1'-0"
Scale: …" = 1'-0"
over Turnpike South Bound Lanes)
(30 Utility Supports, Including 3 Steel Supports
(Looking South)
Support Beam (Typ.)
Existing W4x13 Utility
Support (Typ.)
and Washer, 8 Per
New Heavy Hex Nut
Support Beam (Typ.)
Existing W4x13 Utility
Support Beam (Typ.)
Existing W4x13 Utility
Rod (Typ.)
New Threaded
Rod (Typ.)
New Threaded
Support (Typ.)
and Washer, 16 Per
New Heavy Hex Nut
Support (Typ.)
and Washer, 16 Per
New Heavy Hex Nut
UTILITY SUPPORT REPAIR DETAILS
MULTIPLE LOCATIONS
3.
2.
1.
manufactured by American U-Tel for fiberglass (4.5" O.D) conduit or approved equal.
Steel utility support systems shall be removed and replaced with composite supports
hot dipped galvanized.
Grade A563 heavy hex locking nuts and associated washers. All hardware shall be
All utility support hardware shall consist of ƒ" dia. Grade A36 threaded rod, 1‚"
item 830.17 Utility Conduit Hanger System Hardware.
All labor, equipment and materials necessary to complete this work shall be incidental to
rod will not be permitted.
measurements within the shoulder of each bridge location. Field cutting of new threaded
The rod length and hardware depicted in the plan set is based on limited field
Contractor shall field verify threaded rod lengths prior to rod and hardware procurement.
re-installation.
composite square tube and pipe hardware if damaged during the removal and
performing this work. The contractor shall be fully responsible for replacing the existing
and submit installation and a temporary support plan at least three weeks prior to
shall be temporarily supported at the location being replaced. The contractor shall design
support hangers. The existing composite support hardware shall be re-used. The conduit
At each bridge location the utility support system hardware shall be replaced for all utility
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:55108.00
2017.05 36
SOUTHERN BRIDGE REPAIRS
MTA PROJECT NO. 2017.05
MED
KDW TSB
RSB2/17/17
2/17/17 2/17/17 RALPH C. NORWOOD, IV
2/17/17
PLAN
I-95 NBI-95 SB
23+00 24+00
22+00
634+
00
É Brg. East Abut.
É Brg. Pier
É Brg. West Abut.
ROUTE 1 ON-RAMP
Ë Construction
Shld
12'-0"Lane
12'-0"Lane
12'-0"Lane
12'-0"
Shld
4'-0"Shld
4'-0"Lane
12'-0"Lane
12'-0"Lane
12'-0"Shld
12'-0"
Sta. 634+25.03
Sta. 23+05.80
(See Sign Support Structure Details Sheet)
Replace Existing Sign Supports and Signs
(See Sign Support Structure Details Sheet)
Replace Existing Sign Supports and Signs
NOTES
support web connections.
bridge rail posts and existing sign
sign location to avoid conflicts with
the plans. Contractor shall field verify
Approximate sign locations are shown on
structures have been installed.
and reinstall after new sign support
snowfence panels during construction
contractor shall remove existing
If needed to access sign support, the
2.
1.
GENERAL PLAN
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Date:2/17/2017
CONTRACT:
SHEET NUMBER:
OFMTA PROJECT MANAGER:
Scale:
No. Revision By Date
Designed by:
CONSULTANT PROJECT MANAGER:
By Date By Date
Checked
In Charge ofDrawn
Designed
MEMORIAL HIGHWAY
THE GOLD STAR
T. BryantTEL (207) 889-3150
FAX (207) 253-5596
VANASSE HANGEN BRUSTLIN, INC.
500 Southborough Dr.
Suite 105B
South Portland, ME 04106
VHB:
TSB
55108.00
KDW
MED
2017.05 36
RSB
2/17/17
2/17/17
2/17/17
2/17/17
RALPH C. NORWOOD, IV
BRIDGE AT MM 1.8 IN YORK, ME
ROUTE 1 ON-RAMP (RAMP H) UNDERPASS
MTA PROJECT REHABILITATION OF
Scale of Feet
20 0 10 20
36
36